1993-141355 Rx OF S. mm"AP-NO. 0
b
6
SHEET 1 OF 3 SHEETS
SURVEYOR'S NOTE
AS SHOWN ON THIS SURVEY THE EAST 114 CORNER SECTION 26 IS AN 8' P.V.C. PIPE FILLED WITH RECORD of SURVEY
CONCRETE AND THE TAG IS MARKED 'S.D. CO. ENGR.' THIS BEING THE REPLACEMENT OF A 4' X 4 OF THE WEST HALF OF THE NORTHEAST 1/4 OF
THE NORTHEAST 114 AND A PORTION OF THE
CONCRETE MONUMENT PER COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS SURVEY FIELD SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 26 T.
13 S., R. 4 W. S.8 .M. IN THE
NOTES (SAN DIEGUITO REMONUMENTATION 134WI28A WEST 1/4 SECTION 25, 5- 28-87) HEREAFTER CITY OF ENCINITAS COUNTY OF SAN DIEGO STATE OF
6ALIFORNIA AC64D TO U.S.
REFERRED TO AS 'CONCRETE MONUMENT% GOVERNMENT SUOEY. � t
ALSO SHOWN ON THIS SURVEY IS A 2' IRON PIPE WITH AN ALUMINUM PLUG MARKED 714 S261S25 LEGEND
• S.D. CO. ENGR.' WHICH IS 42.99 FEET WESTERLY OF THE EAST 1/4 CORNER SECTION 26, THIS
BEING THE REPLACEMENT OF A I' DIAMETER IRON PIN PER COUNTY OF SAN DIEGO DEPARTMENT ( DDI) INDICATES RECORD DATA PER GRANT DEED TO
MtRACOSTA COMMUNITY COLLEGE
OF PUBLIC WORKS SURVEY FIELD NOTES (SAN DIEGUITO REMONUMENTATION 134WI28 6- 16 -87) DISTRICT RECORDED APRIL 15, 1991 AS DEC. NO. 81-
t1425O OF O.R.
HEREAFTER REFERRED TO AS 'IRON PIN' ( DD2) INDICATES RECORD DATA PER GRANT DEED TO THE COUNTY OF SAN DIEGO RECORDED
THE FOLLOWING SURVEYS HAVE ACCEPTED THE `CONCRETE MONUMENT' AS THE EAST 1/4 NOVEMBER 13 1984, AS DOC. NO. 84- 427728 OF O.R.
CORNER SECTION 26 (R.O.S. 6494 d 6848 MAP 7471 d 8067). ( DD3 J INDICATES RECORD DATA PER GRANT DEED TO THE COUNTY OF
SAN DIEGO RECORDED
APRIL 9 1986, A DOC. NO. 86- 137149 OF O.R.
THE FOLLOWING SURVEYS HAVE ACCEPTED THE 6 1RON PIN' AS THE EAST 1/4 CORNER SECTION 26 t ) INDICATES RECORD DATA PER R.O.S. 8848.
(R.O.S. 5185 5928, 6016 d 10380).
(l )) INDICATES RECORD DATA PER R.O.S. 12879.
THE FOLLOWING IS A BRIEF HISTORY OF THE SURVEYS PERTAINING TO THE DESCREPANCY IN THE
LOCATION OF THE 1/4 CORNER AND THE EVIDENCE AND REASONING FOR ACCEPTING THE I 1 INDICATES RECORD DATA PER R.O.S. 10380.
'CONCRETE MONUMENT' AS THE 1/4 CORNER COMMON TO SECTIONS 25 AND 26.
< > INDICATES RECORD DATA PER R.U.S. 5928.
THE LINE COMMON TO SECTIONS 25 AND 26 WAS FIRST SURVEYED BY A.P. HANSON ON C
OCTOBER 14, 1880. ACCORDING TO GOVERNMENT NOTES THE LIME WAS RUN FROM SOUTH TO C 12879, OR AS HOED.
NORTH 07TH A 4' DIAMETER POST SET IN AN EARTH MOUND AND PIT DUG 8 LWS EAST FOR R.O. 1 INDICATES TES FOUND 1 ' IRON PIPE WITH TAG
MARKED 'S . D . CO. ENGR . ' PER
1/4 CORNER. THEORETK:ALLY THE 1/4 CORNER WAS SET ON A STRAIGHT LINE BETWEEN
SECTION CORNERS. CONSVERING THE DISTANCE SURVEYED THAT DAY (432 CHAINS - 5.4 MEES) INDICATES FOUL 3/4' PIPE WITH PLUG MARKED L.S.
4639 PER R.O.S. 10380.
AND THE METHODS USED, IT IS ENTIRELY POSSIBLE THAT AN ANGLE POINT WAS CREATED INDICATES FOUND STANDARD STREET SURVEY MONLAENT STAVED
OS. D. CO. ENGR.'
AT THE 1/4 CORNER. A PER R.O.S. 12879, OR AS NOTED.
THE FIRST RECORD OF AN 0 1RON PIN' AS THE 114 CORNER WAS IN 1959 ON R.O.S. 5185 BY O INDICATES SET 112'X18' REBAR W /PLASTIC CAP
MARKED `L.S. 4088'
R.L. FEFFERMAN, R.C.E. 6404. FEFFERMAN FOUND AN RON PIN ON LINE BETWEEN THE SECTION
CORNERS AND TOOK AN AFFIDAVIT FROM THE LAND OWNER STATING THAT THE IRON PIN WAS
THE POSITION OF THE 1/4 CORNER. THE OWNER TESTIFIED THAT IN 1896 HIS FATHER HAD BASIS OF BEAR
CONSTRUCTED A BARBED WIRE FENCE OPPOSITE SAID POSITION RUNNING EASTERLY.
INSPECTION OF THE SITE AT PRESENT SHOWS AN OLD FENCE RUNNING EASTERLY BUT FROM THE THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH
LINE OF THE NAWEY ST QUARTER
'CONCRETE MONUMENT'. AN OLD FENCE POST BEING THE ANGLE POINT FOR AN 6LD FENCE OF SECTION 26 T . 13 S . , R. 4 W. S.B.M. ACCORDING
TO RECORD MAP
RUNNING EASTERLY AND NORTHERLY IS FOUND 1.90 FEET NORTHWESTERLY FROM THE `CONCRETE 8848, 1 .E. N h8'51 '20' W. SAID BEARING AND THE
BEARINGS SHOWN HEREON ARE IN TERMS
MONUMENT'. NO REMAINS OF A FENCE ARE FOUND AROUND THE 'IRON PIN'. OF THE CALIFORNIA COORDINATE SYSTEM 27 ZONE 6. QUOTED BEARINGS
FROM REFERENCE MAPS
OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM.
FIELD NOTES OF FENCE CORNER AND AT CENTER�OF E POST BOU S 7 U9 CO TO BE AT
SHOW THE SURVEYOR STATEMENT
1/4 CORNER AT THE INTERSECTION OF AN EA S T-WES T AND NORTHERLY RUNNING FENCE LINE,
INICATING THE ORIGINAL 1/4 CORNER WAS AT A FENCE LINE INTERSECTION SUCH AS THE ONE - THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
BY ME OR UNDER MY DIRECTION IN
NEAR THE 'CONCRETE MONUMENT`. CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYCR'S ACT AT THE REQUEST
OF THE MIRACOSTA COMMUNITY COLLEGE DISTRICT ON SEPTEMBER 24, 1992.
FIRST RECORD OF THE 'CONCRETE MONUMENT' AS 1/4 CORNER WAS IN 1961 ON R.O.S. 6494 BY
CURTIS M. BROWN, L.S. 2554. BROWN FOUND THE REMAINS OF AN OLD FENCE POST AND ..w. .fJ���
CONCRETE MONUMENT 43.06 FEET EASTERLY FROM A I' IRON PIPE (PHI). HE ALSO FOUND A %,AND
POST SITTING IN REJOAINS OF EARTH MOUND AND ACCEPTED IT AS THE ORIGINAL POSITION OF s�0 S(/ RICHARD B. HILL
THE 1/4 CORNER. NOTES BY. GOV. SURVEYOR A.P. HANSON DATED 1880 CONFIRM MR. BROWN'S DESCRIPTION. L.S. 4088
EXPIRES 6 -30 -96
THE NOTES OF W.S. KING (BOOK 52 - 1912) DO INDICATE THAT THE EAST 1/4 CORNER SECTION 26
WAS ON A STRAIGHT LINE BETWEEN SECTION CORNERS. HE HAD APPARENTLY FOUND THE RICHARDBYRD ,2 - ♦O-'3
NORTHEAST CORNER SECTION 26 (FOUND STONE WITH HOLE IN CENTER) AND HELD THE FENCE HILL
CORNER FOR THE EAST 1/4 CORNER THEN SET THE SOUTHEAST CORNER SECTION 26 ON THAT DATE
LINE, ASSUMING A STRAIGHT LINE BETWEEN SECTION CORNERS. HIS DISTANCE ALONG THE SOUTH * No. 4088 * -
LINE OF SECTION 26 TO THE SOUTHWEST CORNER IS SHOWN AS 5351.77 FEET HIS NOTES IN
_ BOOK 27 (1928) INDICATE A DISTANCE OF 5267.2 FEET APPROXIMATELY 84 F�T SHORTER. jF D CaV �EOR�
THIS SHORTER DISTANCE IN BOOK 27 IS IN CONFORMANCE WITH ALL OTHER SURVEYS ALONG THAT
LINE. BOOK 27 ALSO SHOWS AN ANGLE POINT AT THE EAST 1/4 CORNER OF APPROXIMATELY
1 A SIFT OF THE SOUTHEAST CORNER SECTION 26 SET BY KING PER BOOK 52 17912),
i BOOK 27 (0928E INDICCATES TH ANG
EAST 1/ 4 CORNER ALWA S BEEN AT THE FENCE COUNTY SURVEYOR'S ST ATEMENT
CORNER AND THE ERRONEOUS 'SET CORNER' AT THE SOUTHEAST CORNER SECTION 26 PER KING'S _
BOOK 52 0912) HAD LED TO THE FALSE CONCLUSION THAT THE EAST 1/4 CORNER HAD BEEN ON THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE LAND SURVEYOR'S
A STRAIGHT LINE BETWEEN THE SECTION CORNERS.
THE DISTANCE SETWEEN THE EAST 1/4 CORNER AND THE WEST 114 CORNER SECTION 26 IS SHOWN ACT THIS DAY OF GN 1 1993.
ON KING'S NOTES (BOOK 57 PG. 13) AS 3355.16 FEET WHICH CONFIRMS WITH DISTANCES OF THE
LATER SURVEYS THAT US& THE 'CONCRETE 140 �T'. THE DISTANCES OF THE SURVEYS JOHN S BURKE R.C.E. 12640
USING THE SON PIN' ARE ROUGHLY 40 FEET SHORTER INDICATING THAT THE POSITION OF THE COUNTY SURV YOR
'CONCRETE MONIMI=N...NT' HAS BEEN THE EAST 1/4 CORNIZR.
PRESENT LINES OF POSSESSION AS INDICATED BY THE OLD FENCE LINES RVNNtNG NORTHERLY
AND THE W.S. KING NOTES SHOWING THE EAST 114 CORNER AT THE FENCE CORNER SUPPORT
THE POSITION OF THE 'CONCRETE MONUMENT'. THE EVIDENCE OF AN ANGLE POINT AT THE
EAST 1/4 CORNER RATHER THAN A STRAIGHT LINE ALSO SUPPORTS THIS POSITION. BYE �I• -- - a
PHILIP J. Gt`.1RBINO * No. UMV4
L.S. 4424
DEPUTY Nj► 1-30 93 t'
OF
RECORDER'S STATEMENT
FILE NO. 9 3 - 141355
FILED THIS E5 W DAY OF MARG+ , 1993, AT a�M.
IN BOOK OF RECORD OF SURVEY MAPS AT PAGE
AT THE REQUEST OF RICHARD B. HILL.
-- FEES $9.00 M.F.e $1.00
ANNETTE EVANS BYE
COUNTY RECORDER p PUTY COUNTY RE RDER
J.N. 15 -92
/ S . MAP
'•. b FD. 1/2' RF6'AR d CAP MARKED
SHEET 2 OF 3 SHEET
�` , C , � 4759' PER P.M. 11058
ON
r J l ;� = =Z ;:•;: r. ON LINE
S 89'2518' E .2690J5 (S 89'25'10' E 2690JO - ) IS 89'25'29' E 2690.04' PER MAP 8067) IS 89. 57 . 4 759' PER 36' E 2690.61` PER R.O.S. 5928)
-L LP. P MARKED
?? 1,S. 4 P.M. 11 058
(S 89 E 2690.04' PER P.M. 11058) 1 � J ON LINE
1345 .07' 0345;135) <345.31'� "2
(
1343 .08' (1345.30 PER R.O.S. 5928) 0345.051 tF 8' 1672.537 !266.50' PM 11058 (343.0 P.M. 11058) 62.75'
266.58 343,!6 (63.00' PER P.M. 11058)
ACCEPTED AS N I/4 CORN SEC. 26 N.W. COR. N.E. 1/4, 195.[5' 672. (6 72 .52 ') [672.45')
F0. 2' PIPE d DISC MARKED ' R.C.E. N.E. 1/4, SEC. 26 U95.35
20192' PER R.O.S. 6848 d R.O.S. WJPLUG , (672.51' PER MAP 10675) 1 J
5928 NORTH LINE 884876, (672.51' PER P.M. (1058) -' J z3 ?q
I _� FD. STD. STREET SURVEY MON. AT INT. OF EL CAMINO SECTION 26 OF LINE) 40' ROAD d PUB. REAL
d MANCHESTER AVE.
1 r' COLLEGE PER O 4-N ; MARKED'S.D. CO. ENGR. DEPT." 26 25 �'?
PER R.O.S. 12879, R.O.S. 10380 41
+ 1 N DOC. 8i - !14250, t t ' d R.O.S. 8848 ACCEPTED AS N
+ + ( w REC, 4- 15 -81, N.E. CDR. SEC 26 t� WEST LINE OF THE
I � S I W E 112, NE 1/4, NE 1/4,
+ FD. 3/4' I.P. WJPLUG iW SEC. 26
FD. 1' I.P. wJPLUG, + C3 ACCEPTED AS THE , FD. 1-112' I.P. (NO TAG! N MARKED Z.S. 4639'
IN 6' CONC. BASE PER
NOT LEGIBLE �j N.W. CDR, OF THE E. 1/2 M , k PER R.O.S. 10380 gp
0.31' E'LY. OF LW N.E. 1 /4, N.E. I/4, SEC! ?6
(314' I.P. WJPLUG h FD. 2' I.P. WJTAG MARKED W P.M. 11058 d R.O.S. 10380 Mme _.
MARKED 1.S. 2976' 4t.C.E. 9647' PER MAP N S 86 E 1.58' O
n FROM ACCEPTED COR. t,. O
PER R.O.S. 4484) M 10675 (REPLACED 314 I.P. \� M (S 87'1214' E I.51' PER W � � � � IN 8 8 . 24' Z
WJ
W CAP MARKED 'L.S. 4759 t s- P.M. 11058) v v ° N 2' 11/ 16.19?
PER PA 11058) t 560
N 89 '•0876' W - w !S �`_ N 89*M6" w
s
cc
h i ;' ..,.° �... :. �`.' t �\ t ���� b• r ; -) SOUTH LINE OF THE 0.22'
C4 NORTH -SOUTH •'v N ��t� �� NE Ii4, N.E. 1/4, W FD. 3/4' I.P. /
O CENTER LINE _ SEC. 26
cc SECTION 26 F0. 3/4' I.P. WJPLUG M ___% 'L.S, 2976' PER
k MARKED 'L .S. 4639• S 23 E 0.39' io R.O.S. 8949 d
co +- PER R.O.S. 10380.
IS 33 E 0.35') �
FD. 314' I.P. */TAG 10350 - REPLACED � �
i 02.32' W'LY. OF THE t N MARKED - R.C.E. 1534' IN Q W PER LEGEND
FD. (' I.P. V/PLUG - --- i , WEST LINE OF THE E. 1/2, M < <� a ^ �r7 6'X6' CONC. BASE PER O !V
MARKED 7t.C.E. r1, M N.E. 1/4 N.E. 1/4 SEG 26) '�'
N 9647 NO RECORD , , N �> W M M R.O.S. 8848 d 10380 Z - N.E. 1/4 E. 1 1 2 d,
:
09.27' ELY. OF a nl ' M (V M 1; " # SEC. 29
SCALE 1 200 !� , t - DETAIL A
F0. 314' I.P. WJPLUG + k NOT TO SCALE
N, MARKED 1.S. 4639' PER c�
I it �1 R.O.S, (0380. 06.02' W S b m FD. 31' LP. WJPLUG MARKED
W'LY. OF THE WEST 2 4 ' 'L.S. 4639' PER R.O.S. 10380
f W LINE OF THE E. 112 N 88 W 613.80' d R.O.S. 12879 �Z J N.E. 1/4, N.E. 114, kC. 26 Y
COR. SEC. 26
• [ N 88'S5'r 7' W 613.78')
AND OJ3' N LY. OF THE
�p SOUTH LINE OF THE O 3
�! N.E. 1/4 NZ 114, O `
i •
SEC. id.
Z R.S. 426 -6 PER
1 b CID
v BEE DETAIL •A' >t .O.S. 12879
- -- - S
1.65' EASTERLY OF LINE
- - N 89 '08'! 6' W 2697.65' (N 89 3' W 2697.7!') - - - � � M �
W SOUTH LANE OF THE N.E. 1/4, o o N N.E. 1/4, SEC. 26 5 � • ` `� N 33 W 0.66'
W 59 00 25 E 0.72') cy
1348.83 0348.85') s
674.41' (674.(3') W �� 674.41' (674.43`) `r
2.01' fl-Y. OF LINE ~�
j f N FD. 314' I.P. WJTAG h� FD. 314 LP. WJPLUG ,.� L� PLUG /MARKEDJ'L SSTIC� V
MARKED 'R.GE. 1534' / n MARKED 1.S. 2976 �c 4639' PER R.O.S. W
O I N
_ PER R.O.S. 8848 d h N t ` 3 10380 d R.O.S. 12879
IN 6'X6' LONG BASE
io ^ PER R.O.S. 6848 d i =. R.O.S. 10380, REPLACER /� L f1 I
t C> 1 W R.O.S. 10360. PER LEGEND A
° i `b M 8"53r W 35.93'
., W
���� �V FD. 2 PIPE w/Dfsc _ '$ t(N 88 55'4o w 56.00•))
MARKED 'R.C.E. 20192' It , j� ,(� P..- - FD. 3/4' 1.P. WJPLUG MARKED ON L - [56.001
� ��� • PER MAP 8067, d R.O.S. 8844 ��.� o O `L.S. 2976 PER R.O.S. 8848 96.39'
ON LINE W T �;� ��"� M • d R.O.S. 12879 r ((96.24'))
I /4, in FD 112' D1A. IRON -- v �� �° 43') ° S 69'21 `05. W 31) 9' S 88 E 23.14'
+� M g W) IS 69 33'34 W 31.167 ((N 88 W 23.107)
N - S CENTER LINE i s r
l PAN PER R.O.S. d , _
4 t l + 8848 d R.O.S. I?" - r w M b O.S4' ((0.547)
OF THE N.E. 1 /4, t� 8 12879 �� fa
} W + SEG 26 W -
n -
PER R.O.S. S 4 � S 8"5'3r r E 23.3('
m -• • ; .-- {: �•• �. 7 DETAIL Pp M EA ST LINE SEC. 26
10380
1 • •�� Q, N �� a DETADETAIL i ((V 88 W 23.471)
tt
��� N b F0. 1' I.P. 'S.D. CO. ENGR.'
• PPE•WJTAG g � ♦ •2 L Z PER R.O.S 12879 (
lr� MARKED 'S.i1. CO. ° ,� i Y 6 � W 4' /: W c 117 S 8855.(7' OJ6'
Dom PER R.O.S. �) FD. 2' LP. W /ALUM. PLUG MARKED n •
12879 (0.11' N'LY. OF 6 q' 3 �1/ M '? r c� '114 S. 26 1 S. 23 S.D. CO. ENGR. a FD. 3/4' I.P. WJPLUG MARKED
FD. 1-1/2' PPE W/DISC MA
LRE O $ e��j /Z FD. STD. WELL MON. � h 0.29' SLY. OF LINE (PFR CO.
L.S. 2976' PER R.O.S. 12879
MARKED S.D. CO. ENGR. 'p RKED 3 ��
�Z b OF S.D. DEPT. OF PUBLIC WORKS
t
I&C. 6 534 - R 0 R.O.& 8948, ° /6a 3 6'tj% I PER R.O.S. 12879 28.56.05 B.C. 1990' 0 I Q SURVEY NOTES, SAN DIEGUITO
MAP 8067 &W. CDR. S.E. 1/4, N.E. 1y - d 8848,
/ !� 59• •
E - / 3 � a 553r E 0.10 � o► O 6-16 -87 REMONUMENTATION W S 88
ACCEPTED AS CTR. SEC. 26 SEC P6 , / 134WI28) REPLACEMENT OF I lb �
8EE DIETAIL C
'� ! j 2 ? DIA. IRON PIN PER R.O.S. 10380, M 33.42' (33.38') ((33.19'1)
R.O.S. 8848, R.O.S. 5928, AND FD. 2' I.P. W /ALUM.
I FD. 2' PIPE w/TAG MARKED FD. 2' PPE WJ R.O.S. [2879 d 8848
DISC ' ��►� �? S tD t R.O.S, 5(85 PLUG MARKED 114 FD. 112' DIA. IRON PIN PER
J_& 2806' PER R.O.S. 8848, MARKED T.C.E. 2Of92• i �� SEC. LINE PER S. 261S. 25 S.D. CO.
I R.O.S. 392 d MAP 8067. PER R.os 8848 3� �� W R.O.S. 5185 R.O.S. ENGR.' PER S U �
S.D. a
(S 42'3732" 0.39' FROM MAP 8067 (0.08 N1Y. 1 5928, R.O.S 60(6, FD. Be P.V.C. PIPE FILLED WJCONG PUBLIC WORKS SURVEY
+ S SS�.s3r E 0.08'
=
CTR. SESEC. 26� OF L00 FD. STD. WELL I d R.O.S. 10380 1 d TAG MARKED 'S.D. CO. ENGR. NOTES• SAN DIEGUITO "i
o
FD. 2' CAPPED PIPE PER 1 �� M ON. M ARK® OS.D. . (PER CO. OF S.D. DEPT. OF PUBLIC REMONUMENTATION
/ R.O.S. 8848 0.28' N1Y.
� CO. ENGR 24.96.05 1 SEE DETAIL 8' WORKS SURVEY NOTES SAN DIEGUITO 134WI28 (6- 16 -87)
/ � E.G 1990' PER + t, �� ) 5-28-87 RE1�IOt UMENTATlON 134W128A
OF LNE)
��` R.O.S. 12879 / W 114 CDR. S 25) REPLACEMENT OF
i O ��
j o
`' 47(4' CONC. MON. W /NAIL d DISC
1 955.9.(' ' (955.821 � � 2 ^) MARKED 1.S. 2976' PER R.O.S. 10380,
• 38.32' !338.057
1665.58'1 d R.O.S. 8848. ACCEPTED AS E. 114
- 676.30' (676.35') COR., SEC. 26, T. 13 S., R. 4 W., S.B M.
- 66.31' (6 76.35') - Z99'
0332.697 8352.38' PER MAP NO. 8067) 1352.61 11352.701 (1352.58' PER MAP 6067)
158.23' x38.197 SEE SURVEYORS NOTE - PG. t _ E 114 coR, SEC. 26
- N 88 8" W 2662.24' - (2662.377 (N 88'5028' W 2662.33.1 N 89h 479' W 42.99' DETA �� T
- • 5! , �V 8973'40' W 2662.31`�c �� (43.06' PER R.O.S. 64941
-- w eB•5r'2o• w 2705.391 BASIS OF BEARINGS N 88 20 W 2705.23!--- s�- - (4 .06, PER .a3 .o2'1 N OT To
SCALE
ON 88'3( 43 V 270,5J6, PER MAP 80671 W 88'51'20' W 2705.12' PER R.O.S. 6494) r � � ;� (43.027
l L A.P.N. 261 - 150 -10 JA 15- ,
CALIF. COORD. INDEX 319-4 eP5
Rn O F a S, a M_A_ P
1 � FD. STD. STREET SURVEY SHEET 3 OF 3 SHEETS
MON. MARKED 'S.D. CO. ENGR.
'56.00' PER R.O.S. 12879
N.E. COR. SEC. 26
N 89 087s w 82.6x'
I .--SEE D ETAIL 'D'
N 89 0876 w 674.4! 591.72. ' J
`� - -- N 89'0816' W 674.41' _! _ i FD STD STREET
SURVEY MON. STAMPED ,
'S.D. CO. ENGR.' PER M
R.O.S. 12879 - 39.19.24 C4 r%i g
_ E.C. PER R.O.S. 12879 N
FOR R.S. 426-6 :
I ' i J 3 � �� � 0.30'
1 ,
g E.C. FOR f R.S. 4 26-6 S
PER THIS MAP 56.00'
fs
FD. 2' PIPE W/DISC MARKED J� r c ` ` O
OR.C.E. 20192' PER M 8067 tD .� -4 •
AND R.O.S. 8845. ON LINE
M
o NORTH LINE S.E. 1/4, 8
N.E. I/a MON. JIV
tv
° I S.D. CO �.
28.56.crs 1990' PER R.os. SCALES !' f 00'
1 ER R.O.S. 12878 FOR
FD. STD. STREET WELL
R.S. R.S 426-6 D �Ir C?
MON. MARKED - S.D. CO. Q- �A '� t Mf
ENGR. 24.96.05 E.C. 1990 , R . 9' w , — N 89
PER R.O.S. 12879 1(
• LINE PER FD. 314' I.P. W/PLUG MARKED
c DD3 1 56.00'
3590 �.S. 2976 PER R.O.S. 8848 p a
• N ��� E E ���� � v� d R.O.S. 12879 8 O
0.32' S 69.21'05• w 31.19'
6 , � 32'3'L � 360 • 8 E 114 COR. SEC. 26 -
tj 64.3' . ' 360 00 v AS SHOWN ON SHEET 2
! ,' FD. 2' I.P. d ALUM �F
•32 ( '7 PLUG MARKED
is 64 DETAIL 'C' I , . 01/4 S. 261S. 25'
NOT TO SCALE SEE �` S.D. CO ENGR \ 42.99'
ie� DETAIL Sr O O' S HOWN ON
APPROX. LOC. SHT. 2..
OF LOJE PER
• 2, APPROX. LOC. EAST LINE SECTION 26
DETAIL D
OF ( PER NOT TO SCALE
� a2
R.S. 139
n-,
�,� S1 Q D♦ (p
W
\ N Jip
-}}
�
3 1 \
� ` iv � �t -
-, J J
°�
' 00e N \ ♦ ofd "3
of )/ a�
CENTER LM R.S 426-6 (` �s �p A � M 0 W
PER R.O.S. 12879 ��. 8 a $
— SEE DETAIL 'C 16 �yb' 6S 94.01 ' 1
•j `gyp 4A . /� - tp R- 20.00 ' • ^ O S.E. COR. N.E. 1 /4, S 89 1'06' w 1.63' y
♦ V•A�
1 5 9 t�9 N Lo- L- 32.82 a H.E. 1/4, SEC. 26
N 89'0876' w
R: 2 0 . 0 0' ' m a 2� da ; W S 89'St'06" E zor'
CD L- 32.82' o .� �� CJ •
♦ y p��� W n1 ob D �� r � MARKED 'L Sw29T6'
PER R.O.S. 8848
� � S Q- 0'43'54' 1
r
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R- 904.00' ,�g.�' DETAIL 'F' sEC Z s 89`SI'06' E OJC'
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